| 12/28/2011 |
12/28/2011 |
C202384 |
Brunswick |
Barnhill Contracting Company |
M. W. Currie, PE |
replace reinforced concrete box culvert with three 72-inch RCP carrying tributary to Morgan Creek under US 17 |
115+19 -Y1- |
sheet pile shoring with double wale rings - 32' x 30' x 15.5' |
Sanford Contractors, Inc. (Sanford) |
Gattis, Randall (Sanford) |
Accepted - See Letter |
1/12/2012 |
|
12/29/2011 |
DE00007 |
Wake |
Traffic Control Devices, Inc. |
D. B. Moore |
US 64 / US 264 near Green Pace Road overpass, west of Zebulon |
|
one butterfly type DMS support assembly - Dec.12 drilled shaft diameter revision |
Walpar, LLC (Birmingham, AL) |
Aslami, Mohd (ITS) |
Accepted |
1/11/2012 |
|
12/29/2011 |
C202621 |
Nash |
Barnhill Contracting Company |
W. S. Joyner, PE |
Rocky Mount: Bridge No. 285 on SR 1613 (North Winstead Avenue) over Stoney Creek |
27+87.83 -L- |
straight strand patterns, detensioning sequence, bed setups, falsework inserts, lifter for Type III prestress girders - Dec. 28 resubmittal for girder lines 6 & 7 only |
Florence Concrete Products, Inc. (Sumter, CS) |
Fay, Janet (Intercoastal) |
Accepted |
1/25/2012 |
| 12/30/2011 |
12/30/2011 |
C202383 |
Rowan-Davidson |
Flatiron - Lane, A Joint Venture |
D. L. Waller, PE |
Bridge on I-85 SBL over Yadkin River and NSRR |
882+88.07 -LREV- |
intermediate angle crossframe diaphragms - Dec 15 Revision |
Structural Steel Products Corp. (Clayton) |
Hajiadem, Rega (Flatiron-Lane) |
Accepted |
1/10/2012 |
|
12/30/2011 |
|
Stokes |
Smith-Rowe, Inc. |
|
Replace Bridge No. 13 with three-sided culvert over Little Yadkin River on SR 1136, north of Chestnut Grove |
10+15.80 -EL- |
precast Bebo twin-leaf arch culvert - 71'-9" span x 20' rise x 54' length |
Contech Arch Engineering |
Beatty, Chris (Contech) (via Farzin Asefnia) |
Comments sent to Farzin Asefnia |
1/11/2012 |
|
1/3/2012 |
C201993 |
Wake |
Raleigh-Durham Roadbuilders |
G. C. Gibson, PE |
Bridge on Old Holly Springs - Apex Road (SR 1153) over WWF |
19+52.55 -Y3- |
prestress strand stressing calculations for straight and draped strands and detensioning for 72" MBT girder bridge -12 members |
Cranston Engineering Group, PC / Prestress of the Carolinas |
Hayes, Raymond (Mulkey) |
Returned for Correction |
1/17/2012 |
|
1/3/2012 |
C202523 |
Mecklenburg-Cabarrus |
The Lane Construction Corporation |
D. C. Diggs, PE |
Bridge on Ramp F over I-85 and Ramp H |
60+23.37 -RPF- |
straight strand stressing calculations and detensioning sequence, embeds, diaphragm attachment hole locations, shipping diagram for 379-ft, four-span 72-in MBT girder bridge - 16 members |
Cranston Engineering Group, PC / Prestress of the Carolinas |
White, Marty (Albemarle Residency) |
Accepted |
1/5/2012 |
| 1/3/2012 |
1/3/2012 |
C202599 |
Pasquotank & Camden |
Archer Western Contractors, LTD |
R. W. Midgett, Jr., PE |
Replace Bridge No. 19 over Pasquotank River on Eastbound US 158 - west and east approach spans |
15+25.75 -L1- (approach spans) |
prestressed concrete deck panels for fifteen spans - Jan. 2 Revision |
Bayshore Concrete Products (Cape Charles, VA) |
Midgett, R. W. (Elizabeth City Residency) |
Accepted |
1/17/2012 |
|
1/4/2012 |
C202523 |
Mecklenburg-Cabarrus |
The Lane Construction Corporation |
D. C. Diggs, PE |
Bridge on Mallard Creek Road over I-85 and Ramp H |
25+52.05 -Y1- |
pot bearing assemblies - 15 assemblies - Dec 15 Drawings Revision |
The D. S. Browm Company (North Baltimore, OH) |
White, Marty (Albemarle Residency) |
Accepted |
1/17/2012 |
|
1/4/2012 |
DO00135 |
Jackson |
Taylor & Murphy Construction Co., Inc. |
Mitchell Bishop, PE |
Bridge No. 82 over Tuckaseegee River on SR 1002 - Deck Replacement |
10+00.00 -L- |
existing steel beam jacking plan to replace brearings - four span bridge |
Taylor & Murphy Construction Co., Inc. |
Herrin, John (Taylor & Murphy) |
Accepted |
1/24/2012 |
|
1/4/2012 |
C202438 |
Davidson |
Lee Construction Company of the Carolinas, Inc. |
D. L. Swicegood. PE |
Replace Bridge No. 158 over US 29 / 70 and I-85 Business on SR 1792 (Martin Luther King, Jr. Drive), in Thomasville |
21+88.20 -L- |
mass concrete analysis and temperature control plan for end bent pours |
Triplett-King & Associates, Inc. (Rock Hill, SC) |
Swicegood, Dale (Lexington Residency) |
Accepted |
1/23/2012 |
|
1/4/2012 |
DO00135 |
Jackson |
Taylor & Murphy Construction Co., Inc. |
Mitchell Bishop, PE |
Bridge No. 82 over Tuckaseegee River on SR 1002 - Deck Replacement |
10+00.00 -L- |
existing bridge deck removal plan |
Taylor & Murphy Construction Co., Inc. |
Herrin, John (Taylor & Murphy) |
Request for additional Information |
|
|
1/5/2012 |
C202829 |
Cumberland |
R. E. Goodson Connstruction Company, Inc. |
J. P Salisbury |
Part-Substructure for Bridges over Beaver Creek and All American Freeway on Left & Right Lanes Fayetteville Outer Loop |
28+72.615 -L- |
anchor rod assemblies for prestress girders - 40 assemblies |
Structural Steel Products Corporation (Clayton) |
Mellione, Elizabeth (SSPC) |
On Hold may repalce rods with grout cans |
|
|
1/5/2012 |
C201993 |
Wake |
Raleigh-Durham Roadbuilders |
G. C. Gibson, PE |
Bridge on CSX RR over WWF, adjacent to Old US 1 |
53+63.66 -RR- |
railroad bridge seat elevations at End Bent 1 and Pier 1 |
Raleigh-Durham Roadbuilders ? |
Hayes, Raymond (Mulkey) |
Accepted by Raymond Hayes |
1/26/2012 |
|
1/5/2012 |
C201993 |
Wake |
Raleigh-Durham Roadbuilders |
G. C. Gibson, PE |
Bridge on CSX RR over WWF, adjacent to Old US 1 |
53+63.66 -RR- |
railroad bridge deck elastomeric joint sealants and primer |
PolySpec |
Hayes, Raymond (Mulkey) |
Accepted |
1/18/2012 |
|
1/5/2012 |
C202829 |
Cumberland |
R. E. Goodson Connstruction Company, Inc. |
J. P Salisbury |
Bridge 375 over Tank Trail 3 on Loop 1B |
12+10.929 -LP1B- |
anchor rod and sole plates for prestress girders - 48 rod assembies, 24 sole plates |
Structural Steel Products Corporation (Clayton) |
Mellione, Elizabeth (SSPC) |
Accepted as Noted |
1/24/2012 |
|
1/5/2012 |
C202829 |
Cumberland |
R. E. Goodson Connstruction Company, Inc. |
J. P Salisbury |
Bridge 376 on Ramp 1BD over -COL1- |
34+21.044 -RP1BD- |
anchor rod and sole plates for prestress girders - 188 rod assembies, 94 sole plates |
Structural Steel Products Corporation (Clayton) |
Mellione, Elizabeth (SSPC) |
Accepted as Noted |
1/24/2012 |
|
1/5/2012 |
C202829 |
Cumberland |
R. E. Goodson Connstruction Company, Inc. |
J. P Salisbury |
Bridge No. 235 Widening over Beaver Creek on Left Lane All American Freeway; Bridge No. 4 Widening over Beaver Creek on Right Lane All American Freeway |
19+34.958 -Y1- |
anchor rod and sole plates for prestress girders - 72 rod assembies, 36 sole plates |
Structural Steel Products Corporation (Clayton) |
Mellione, Elizabeth (SSPC) |
Accepted as Noted |
1/24/2012 |
|
1/5/2012 |
C202829 |
Cumberland |
R. E. Goodson Connstruction Company, Inc. |
J. P Salisbury |
Part-Substructure for Bridge over Beaver Creek and All American Freeway on Collector 1 |
28+78.486 -COL1- |
anchor rod assemblies for prestress girders - 10 assemblies |
Structural Steel Products Corporation (Clayton) |
Mellione, Elizabeth (SSPC) |
On Hold may repalce rods with grout cans |
|
|
1/5/2012 |
C202829 |
Cumberland |
R. E. Goodson Connstruction Company, Inc. |
J. P Salisbury |
Bridge 376 on Ramp 1BD over -COL1- |
34+21.044 -RP1BD- |
intermediate steel channel diaphragm assembiles for 81-meter, single-span 1372 mm prestress girder bridge - 46 assemblies |
Structural Steel Products Corporation (Clayton) |
Mellione, Elizabeth (SSPC) |
Accepted |
2/2/2012 |
|
1/5/2012 |
C202649 |
Buncombe |
Mountain Creek Contractors Inc. |
D. C. Hood, PE |
Replace Bridge No. 56 with three-sided culvert over Bill Moore Creek on SR 3439 (Reeves Cove Road) |
11+86.23 -L- |
three-sided cast-in-place culvert - 28' span x 6' rise x 124' long |
Kenneth W, Frye, PE |
Hood, Cole (Asheville Residency) |
Accepted as Noted |
2/6/2012 |
|
1/5/2012 |
C202438 |
Davidson |
Lee Construction Company of the Carolinas, Inc. |
D. L. Swicegood. PE |
Replace Bridge No. 158 over US 29 / 70 and I-85 Business on SR 1792 (Martin Luther King, Jr. Drive), in Thomasville |
21+88.20 -L- |
false decking and girder bracing for traffic protection beneath two-span Type III girder structure |
Triplett-King & Associates, Inc. (Rock Hill, SC) |
Bishop, Ben (Lee) |
Accepted |
1/12/2012 |
|
1/6/2012 |
C202628 |
Columbus |
Smith-Rowe, LLC |
W. R. Marsh, PE |
Replace Bridge No. 230038 over Gum Swamp on SR 1141 (Lebanon Church Road) |
|
proposal to place Link Belt 218 Hylab 5 crawler crane on spans to drive piles, pour caps, set cored slabs |
STV and Smith-Rowe |
Fulp, Frank (Smith-Rowe) |
Accepted - See Letter |
1/23/2012 |
|
1/6/2012 |
C202521 |
Mecklenburg |
Blythe Construction, Inc. |
R. W. Baucom, PE |
Bridge on Left Lane I-485 over SR 2459 (Eastfield Road) |
1281+63.86 -L- |
casting drawings for 115-ft, single-span, 63-inch MBT girder bridge - 10 members - revised bed setups, dated Jan. 03 |
Cranston Engineering Group, PC / Prestress of the Carolinas |
Baucom, Richard (Matthews Residency) |
Accepted as Noted |
1/19/2012 |
|
1/6/2012 |
C202521 |
Mecklenburg |
Blythe Construction, Inc. |
R. W. Baucom, PE |
Bridge on Right Lane I-485 over SR 2459 (Eastfield Road) |
1281+63.86 -L- |
casting drawings for 115-ft, single-span, 63-inch MBT girder bridge - 10 members - revised bed setups, dated Jan. 03 |
Cranston Engineering Group, PC / Prestress of the Carolinas |
Baucom, Richard (Matthews Residency) |
Accepted as Noted |
1/19/2012 |
|
1/6/2012 |
C201993 |
Wake |
Raleigh-Durham Roadbuilders |
G. C. Gibson, PE |
Western Wake Freeway |
104+50 -L- |
retrofit of cantilever overhead sign assembly "R" |
Walpar, LLC (Birmingham, AL) |
Hayes, Raymond (Mulkey) |
Accepted |
1/23/2012 |
|
1/6/2012 |
C202829 |
Cumberland |
R. E. Goodson Connstruction Company, Inc. |
J. P Salisbury |
Bridge 375 over Tank Trail 3 on Loop 1B |
12+10.929 -LP1B- |
intermediate steel channel diaphragm assembiles for 39-meter, three-span, 1143 mm prestress girder bridge - 9 assemblies |
Structural Steel Products Corporation (Clayton) |
Mellione, Elizabeth (SSPC) |
Accepted |
2/6/2012 |
| 1/9/2012 |
1/9/2012 |
C202555 |
Columbus |
BMCO Construction |
W. R. Marsh, PE |
Bridge No. 408 on NC 211 over US 74 / 76 |
27+00.00 -Y- |
proposal to place Grove RT745 hydraulic crane on deck to place concrete slope protection |
Lee Construction Company |
Bishop, Ben (Lee Construction) |
Accepted |
1/10/2012 |
|
1/9/2012 |
C202622 |
Burke |
Dane Construction Company, Inc. |
B. C. Skeens, PE |
Morganton: Replace Bridge Nos. 140 & 142 on I-40 over NC 18 (Sterling Street) |
|
four digital message support assemblies |
Brookfield Fabricating Corporation (Brookfield, MO) |
Aslami, Mohd (ITS) |
Accepted |
2/1/2012 |
|
1/10/2012 |
C202622 |
Burke |
Dane Construction Company, Inc. |
B. C. Skeens, PE |
Morganton: Replace Culvert C139 with Bridge on I-40 over East Prong of Hunting Creek |
48+87.35 -Y1- |
distribution sets of fabrication drawings for 172-ft.single-span plate girders, thirteen girder lines |
Stupp Bridge Company (St. Louis, MO) |
Stoltman, Joan (Stupp) |
Accepted |
1/23/2012 |
| 1/10/2012 |
1/10/2012 |
DH00058 |
Randolph |
Thompson-Arthur |
J. B. Loflin, PE |
Replace Bridge No. 14 over Megee's Creek on SR 1163 (Tot Hill Farm Road) |
10+36.00 -L- |
standard two-line elliptical aluminum bridge rail for two-span bridge |
Structural Materials, Inc. (Lenoir) |
Ingle, Mike (Thompson-Arthur) |
Accepted - See Letter |
1/19/2012 |
|
1/10/2012 |
C202522 |
Cabarrus |
The Lane Construction Corporation |
D. C. Diggs, PE |
I-85 over Coddle Creek |
379+98.50 -L- |
intermediate channel diaphrgm assembiles for 286-ft, two-span, 54-in. MBT girder bridge - 54 assemblies |
Structural Materials, Inc. (Lenoir) |
McManus, Andy (Residency) |
Accepted as Noted |
1/26/2012 |
|
1/10/2012 |
C202522 |
Cabarrus |
The Lane Construction Corporation |
D. C. Diggs, PE |
I-85 over Rocky River |
203+66.50 -L- |
intermediate channel diaphragm assemblies for 219-ft, three-span 54-in. MBT girder bridge - 63 assemblies |
Structural Materials, Inc. (Lenoir) |
McManus, Andy (Residency) |
Accepted |
1/24/2012 |
|
1/10/2012 |
DO00143 |
Wake |
Carolina Bridge Company, Inc. |
C. D. Hinnant |
Bridge No. 571 EBL & WBL I-40 over South Saunders Street |
82+42.41 -L- |
sole plates and anchor rod assemblies - 44 plates, 88 anchor rods |
Structural Steel Products Corporation (Clayton) |
Nickel, Richard (Carolina Bridge) |
Accepted as Noted |
1/31/2012 |
|
1/11/2012 |
C201993 |
Wake |
Raleigh-Durham Roadbuilders |
G. C. Gibson, PE |
Western Wake Freeway |
|
high mount light tower drilled pier foundations - structural design aspects - 25 locations |
Brooks-Berry-Haynie & Assoc., Inc. |
Hayes, Raymond (Mulkey) |
Accepted |
1/14/2012 |
|
1/11/2012 |
C201993 |
Wake |
Raleigh-Durham Roadbuilders |
G. C. Gibson, PE |
Bridge on Old Holly Springs - Apex Road (SR 1153) over WWF |
19+52.55 -Y3- |
standard two-line elliptical aluminum bridge rail for 204-ft two-span bridge |
Structural Engineering Solutions / Highway Materials Inc. |
Hayes, Raymond (Mulkey) |
Accepted as Noted |
1/26/2012 |
| 1/12/2012 |
1/12/2012 |
C202622 |
Burke |
Dane Construction Company, Inc. |
B. C. Skeens, PE |
Culvert Extensions carring East Prong of Hunting Creek under NC 18 |
19+31.37 -L- |
temporary sheet pile shoring at reinforced concrete box culvert extension |
Triplett-King & Associates, Inc. |
Drinka, Kristin (Dane) |
Reviewed by Dean Hardister |
1/12/2012 |
|
1/12/2012 |
C202621 |
Nash |
Barnhill Contracting Company |
W. S. Joyner, PE |
Rocky Mount: Bridge No. 179 on SR 1613 (North Winstead Avenue) over US 64 |
55+38.99 -L- |
revised girder details fabrication drawing for widening of 233-ft four-span plate girders - Span B, Line 6 |
Hirschfeld Industries - Bridge (for Nash Plant) |
Ramirez, Michelle (Hirschfeld) |
Accepted |
1/26/2012 |
|
1/12/2012 |
C202599 |
Pasquotank & Camden |
Archer Western Contractors, LTD |
R. W. Midgett, Jr., PE |
Replace Bridge No. 19 over Pasquotank River on Eastbound US 158 - bascule span |
15+25.75 -L1- (bascule span) |
bascule structural steel fabrication welding and inspection procedures and QA Manual |
Prospect Steel Company (Little Rock, AR) |
Midgett, R. W. (Elizabeth City Residency) |
under review |
|
|
1/13/2012 |
C201993 |
Wake |
Raleigh-Durham Roadbuilders |
G. C. Gibson, PE |
Bridge on Kelly Road (SR 1163) over US 64 |
33+42.16 -Y18- |
structure drainage system for 217-ft two-span Type IV prestress girder bridge - Jan. re-submittal |
Southland Professional Engineers (Montgomery, AL) |
Hayes, Raymond (Mulkey) |
Accepted |
1/24/2012 |
|
1/13/2012 |
C201993 |
Wake |
Raleigh-Durham Roadbuilders |
G. C. Gibson, PE |
Bridge on Old Holly Springs - Apex Road (SR 1153) over WWF |
19+52.55 -Y3- |
deck overhang falsework for 204-ft, MBT girder, two-span bridge |
LPA Group (Raleigh) |
Hayes, Raymond (Mulkey) |
Accepted as Noted |
1/26/2012 |
|
1/13/2012 |
C201993 |
Wake |
Raleigh-Durham Roadbuilders |
G. C. Gibson, PE |
Bridge on CSX RR over WWF, adjacent to Old US 1 |
53+63.66 -RR- |
structure drainage system for railway bridge - cast iron and ductile iron fittings and ductile iron pipe |
Southland Professional Engineers (Montgomery, AL) |
Hayes, Raymond (Mulkey) |
Accepted |
1/31/2012 |
| 1/13/2012 |
1/13/2012 |
C202384 |
Brunswick |
Barnhill Contracting Company |
M. W. Currie, PE |
Bridges on I-140 SBL & NBL over wildlife crossing 2 |
265+98.50 -L- |
bridge deck overhang falsework for dual 107-ft, single-span MBT 63-inch prestress concrete girder bridges |
Sanford Contractors, Inc. (Sanford) |
Brown, Chris (Sanford) |
Accepted as Noted - See Letter |
2/2/2012 |
| 1/13/2012 |
1/13/2012 |
C202323 |
Haywood |
R. E. Burns & Sons Company Inc. |
J. M. Bishop, PE |
Bridge No. 79 over West Fork Pigeon River on SR 1112 (Chambers Farm Lane) |
11+30.50 -L- |
standard one-line elliptical aluminum bridge rail for 157-ft, single-span plate girder bridge |
Structural Materials, Inc. (Lenoir) |
Bishop, Mitchell (Whittier Residency) |
Accepted - See Letter |
1/19/2012 |
|
1/13/2012 |
C202599 |
Pasquotank & Camden |
Archer Western Contractors, LTD |
R. W. Midgett, Jr., PE |
Replace Bridge No. 19 over Pasquotank River on Eastbound US 158 - bascule span |
15+25.75 -L1- (bascule span) |
bascule mechanical - motor and machinery brake drawings |
Mondel Engineering |
Midgett, R. W. (Elizabeth City Residency) |
under review |
|
|
1/13/2012 |
C202521 |
Mecklenburg |
Blythe Construction, Inc. |
R. W. Baucom, PE |
SR 2601 (Ridge Road) over Odell School Road |
-Y20- |
casting drawings for 155-ft, two-span, Type III prestress girder bridge - 10 members |
Cranston Engineering Group, PC / Prestress of the Carolinas |
Baucom, Richard (Matthews Residency) |
Accepted as Noted |
1/19/2012 |
|
1/16/2012 |
DJ00050 |
Mecklenburg |
Dane Construction Inc. |
R. B. Graham, PE |
Replace Bridge No. 128 over Branch of McDowell Creek on SR 2131 (Bud Henderson Road) |
12+00.00 |
standard two-line elliptical aluminum bridge rail |
Structural Materials, Inc. (Lenoir) |
Drinka, Kristin (Dane) |
Accepted as Noted |
2/1/2012 |
|
1/16/2012 |
C202628 |
Columbus |
Smith-Rowe, LLC |
W. R. Marsh, PE |
Replace Bridge No. 230207 over Pine Log Swamp on SR 1585 |
|
27-inch box beam detensioning sequence |
Florence Concrete Products, Inc. (Sumter, SC) |
Parimuha, J. R. (Florence) |
Accepted - See Letter |
2/1/2012 |
| 1/16/2012 |
1/16/2012 |
C202383 |
Rowan-Davidson |
Flatiron - Lane, A Joint Venture |
D. L. Waller, PE |
Bridge on I-85 NBL over Yadkin River and NSRR |
883+15.59 -LREV- |
plate girder erection over RR and shoring towers - Jan. 16 response to comments |
Triplett-King & Associates, Inc. (Rock Hill, SC) |
Hajiadem, Rega (Flatiron-Lane) |
Accepted as Noted |
1/23/2012 |
| 1/17/2012 |
1/17/2012 |
C202586 |
Nash |
PLT Construction Company, Inc. |
W. S. Joyner, PE |
SR 1604 (Hunter Hill Road) - MSE retaining wall No. 1, on outside soulder of Right Lane, west of End Bent 1, for Bridge over US 301 |
44+50 to 49+43 -L- |
RECo MSE retaining wall on outside shoulder - 497 feet long - Jan. 17 revision |
Reinforced Earth Company (Vienna, VA) |
McKeel, Chris (PTL) |
Accepted |
1/27/2012 |
|
1/17/2012 |
C202523 |
Mecklenburg |
The Lane Construction Corporation |
D. C. Diggs, PE |
eight structures on I-485 / I-85 Charlotte Eastern Outer Loop Interchange |
|
laminated elastomeric bearing pads for bridge girders - 208 pads |
Scougal Rubber Corp. |
White, Marty (Albemarle Residency) |
Accepted as Noted |
1/23/2012 |
|
1/17/2012 |
C201993 |
Wake |
Raleigh-Durham Roadbuilders |
G. C. Gibson, PE |
Bridge on CSX RR over WWF, adjacent to Old US 1 |
53+63.66 -RR- |
waterproofing, dampproofing materials |
Carlisle Syntec |
Hayes, Raymond (Mulkey) |
Accepted |
1/25/2012 |
| 1/17/2012 |
1/17/2012 |
C202586 |
Nash |
PLT Construction Company, Inc. |
W. S. Joyner, PE |
SR 1604 (Hunter Hill Road) - MSE retaining wall No. 2, on outside shoulder of Left Lane, east of End Bent 2, for Bridge over US 301 |
52+08 to 58+00 -L- |
RECo MSE retaining wall on outside shoulder - 592 feet long - Jan. 17 revision |
The Reinforced Earth Company (Vienna, VA) |
McKeel, Chris (PLT) |
Accepted |
1/27/2012 |
|
1/17/2012 |
C202523 |
Mecklenburg |
The Lane Construction Corporation |
D. C. Diggs, PE |
five structures on I-485 / I-85 Charlotte Eastern Outer Loop Interchange |
|
sole plate and anchor rod assemblies |
Structural Materials Inc. (Lenoir) |
White, Marty (Albemarle Residency) |
Accepted |
1/20/2012 |
|
1/17/2012 |
C202521 |
Mecklenburg |
Blythe Construction, Inc. |
R. W. Baucom, PE |
Bridges on Left & Right Lanes I-485 over Tributary to Stony Creek |
1468+19.00 -L- |
fabricated metal stay-in-place deck forms for dual three-span MBT girder bridges |
Topikal (Atlanta) |
Baucom, Richard (Matthews Residency) |
Accepted as Noted |
1/30/2012 |
|
1/18/2012 |
C202521 |
Mecklenburg |
Blythe Construction, Inc. |
R. W. Baucom, PE |
SR 2601 (Ridge Road) over Odell School Road |
-Y20- |
RECo MSE retaining wall at End Bents 1 & 2 (MSE Wall 19 & MSE Wall 20) |
The Reinforced Earth Company (Vienna, VA) |
Baucom, Richard (Matthews Residency) |
Accepted |
2/1/2012 |
|
1/18/2012 |
C201993 |
Wake |
Raleigh-Durham Roadbuilders |
G. C. Gibson, PE |
Western Wake Freeway |
|
open road tolling - 20 overhead sign support assemblies: metalwork for truss assemblies mounted on concrete columns - Jan 18 Revision |
Walpar, LLC (Birmingham, AL) |
Hayes, Raymond (Mulkey) |
Our review not req'd per Raymond Hayes |
1/27/2012 |
| 1/19/2012 |
1/19/2012 |
DO00135 |
Jackson |
Taylor & Murphy Construction Co., Inc. |
Mitchell Bishop, PE |
Bridge No. 82 over Tuckaseegee River on SR 1002 - Deck Replacement |
10+00.00 -L- |
fabricated metal stay-in-place forms for four-span deck replacement bridge |
SIP of Delaware (Gadsden, AL) |
Herrin, John (Taylor & Murphy) |
Accepted as Noted - See Letter |
1/24/2012 |
| 1/19/2012 |
1/19/2012 |
C202599 |
Pasquotank & Camden |
Archer Western Contractors, LTD |
R. W. Midgett, Jr., PE |
Replace Bridge No. 19 over Pasquotank River on Eastbound US 158 - bascule span |
15+25.75 -L1- (bascule span) |
bascule mechanical - north and south trunnion shafts, turned bolts, pinion shafts, floating shafts |
Steward Machine Co., Inc. (Birmingham, AL) |
Midgett, R. W. (Elizabeth City Residency) |
under review |
|
| 1/19/2012 |
1/19/2012 |
DO00135 |
Jackson |
Taylor & Murphy Construction Co., Inc. |
Mitchell Bishop, PE |
Bridge No. 82 over Tuckaseegee River on SR 1002 - Deck Replacement |
10+00.00 -L- |
anchor rod assemblies, coupler nuts, sole plates, drain brackets |
Structural Steel Products Corporation (Clayton) |
Herrin, John (Taylor & Murphy) |
Accepted as Noted - See Letter |
2/6/2012 |
| 1/19/2012 |
1/19/2012 |
C202383 |
Rowan-Davidson |
Flatiron - Lane, A Joint Venture |
D. L. Waller, PE |
Bridge on US 29 / 70 over Yadkin River |
35+39.48 -SBL- |
anchor rod assemblies (8) and sole plates (4) for prestress concrete girders |
Structural Materials, Inc. (Lenoir) |
Price, Adrian (Flatiron-Lane) |
Accepted - See Letter |
1/25/2012 |
|
1/19/2012 |
C202523 |
Mecklenburg |
The Lane Construction Corporation |
D. C. Diggs, PE |
I-485 / I-85 Charlotte Eastern Outer Loop Interchange |
|
single-arm lighting standard |
Atlantic Technical Sales / Valmont |
Chan, Paul (Lighting & Electrical) |
Reviewed |
1/26/2012 |
| 1/17/2012 |
1/19/2012 |
DO00130 |
Haywood |
Miller Engineering Company, Inc. |
J. M. Bishop, PE |
Replace Bridge No. 283 over Welsey's Creek on SR 1334 |
12+91.00 -L- |
temporary detour bridge - preliminary proposal |
Miller Engineering Company (Marion) |
Williamson, Travis (Whittier Residency) |
Comments sent to RE |
1/27/2012 |
| 1/19/2012 |
1/19/2012 |
C202599 |
Pasquotank & Camden |
Archer Western Contractors, LTD |
R. W. Midgett, Jr., PE |
Replace Bridge No. 19 over Pasquotank River on Eastbound US 158 - bascule span |
15+25.75 -L1- (bascule span) |
bascule span: 33-inch box beams over counterweight - 8 members - Jan 17 Revision |
Bayshore Concrete Products (Cape Charles) |
Midgett, R. W. (Elizabeth City Residency) |
Accepted - See Letter |
2/1/2012 |
| 1/20/2012 |
1/20/2012 |
C202383 |
Rowan-Davidson |
Flatiron - Lane, A Joint Venture |
D. L. Waller, PE |
Bridge on I-85 NBL over Yadkin River and NSRR |
883+15.59 -LREV- |
deck overhang falsework for 2,903-ft twenty-one span bridge - Span U plate girders only - Jan 13 Revision |
Dave Wissell, PE (Huntersville) |
Hajiadem, Rega (Flatiron-Lane) |
Accepted as Noted |
2/7/2012 |
|
1/20/2012 |
C202829 |
Cumberland |
R. E. Goodson Connstruction Company, Inc. |
J. P Salisbury |
Superstructure of Bridge 380 on Ramp 1BD over Bragg Boulevard (NC24) |
41+33.963 -RP1BD- |
distribution sets of fabrication drawings for 46.5-meter single-span plate girders, six girder lines |
Hirschfeld Industries - Bridge (for Nash-Colfax Plant) |
Ramirez, Michelle (Hirschfeld) |
Accepted |
2/1/2012 |
|
1/23/2012 |
C202522 |
Cabarrus |
The Lane Construction Corporation |
D. C. Diggs, PE |
I-85 over Coddle Creek |
379+98.50 -L- |
laminated elastomeric bearing pads for bridge girders - 168 pads |
Scougal Rubber Corp. |
McManus, Andy (Residency) |
Returned for Corrections |
2/2/2012 |
|
1/23/2012 |
C202522 |
Cabarrus |
The Lane Construction Corporation |
D. C. Diggs, PE |
I-85 over Rocky River |
203+66.50 -L- |
laminated elastomeric bearing pads for bridge girders - 138 pads |
Scougal Rubber Corp. |
McManus, Andy (Residency) |
Returned for Corrections |
2/2/2012 |
|
1/23/2012 |
C202522 |
Cabarrus |
The Lane Construction Corporation |
D. C. Diggs, PE |
NC 73 (Davidson Highway) over I-85 |
52+58.76 -Y6- |
laminated elastomeric bearing pads for bridge girders - 48 pads |
Scougal Rubber Corp. |
McManus, Andy (Residency) |
Returned for Corrections |
2/2/2012 |
| 1/20/2012 |
1/23/2012 |
C202599 |
Pasquotank & Camden |
Archer Western Contractors, LTD |
R. W. Midgett, Jr., PE |
Replace Bridge No. 19 over Pasquotank River on Eastbound US 158 - new bascule span; Existing Bridge No. 27 over Pasquotank River on Westbound US 158 - existing bascule span |
15+25.75 -L1- (bascule span) |
bascule electrical - grounding system product data - Burndy Hyground irreversible compression system |
Dorey Electric Company (Norfolk, VA) |
Midgett, R. W. (Elizabeth City Residency) |
under review |
|
|
1/23/2012 |
DN00036 |
Haywood |
Smith-Rowe, LLC |
|
US 74 near Exit 105 west of Clyde |
|
butterfly-type digital message overhead sign support assembly, footing |
Brookfield Fabircating Corporation (Brookfield, MO) |
Yow, Sherry (ITS) |
under review |
|
|
1/23/2012 |
C201993 |
Wake |
Raleigh-Durham Roadbuilders |
G. C. Gibson, PE |
Western Wake Freeway |
|
open road tolling gantry zinc cladding - eight overhead box assembiles |
Walpar, LLC (Birmingham, AL) |
Hayes, Raymond (Mulkey) |
Accepted |
1/30/2012 |
|
1/23/2012 |
C202621 |
Nash |
Barnhill Contracting Company |
W. S. Joyner, PE |
Rocky Mount: SR 1613 (North Winstead Avenue) from SR 1770 (Sunset Avenue) to SR 1604 (Hunter Hill Road) |
|
two cantilever-type overhead sign support assemblies |
Brookfield Fabircating Corporation (Brookfield, MO) |
Joyner, W. S. (Nashville Residency) |
under review |
|
| 1/20/2012 |
1/23/2012 |
C202663 |
Moore |
S. T. Wooten Corporation |
M. G. Phillips |
NC 211 from NC 73 in West End to the traffic circle in Pinehurst - shoring wall no. 1 & 2 |
278+26.06 -LREV3- |
temporary shoring at existing culvert - 70-ft long tied -back soldier pile w/ timber lagging wall |
Kenneth W. Frye, PE (Fallston, NC) |
Dietrich, Jim (Aberdeen Residency) |
Comments to sent to Charles Cove |
2/8/2012 |
|
1/23/2012 |
C202522 |
Cabarrus |
The Lane Construction Corporation |
D. C. Diggs, PE |
Poplar Tent Road over I-85 |
87+58.31 -Y6- |
laminated elastomeric bearing pads for bridge girders - 24 pads |
Scougal Rubber Corp. |
McManus, Andy (Residency) |
Returned for Corrections |
2/2/2012 |
|
1/24/2012 |
|
Stokes |
Smith-Rowe, Inc. |
|
Replace Bridge No. 13 with three-sided culvert over Little Yadkin River on SR 1136, north of Chestnut Grove |
10+15.80 -EL- |
precast Bebo twin-leaf arch culvert - 71'-9" span x 20' rise x 54' length - second submittal |
Contech Arch Engineering |
Beatty, Chris (Contech) (via Farzin Asefnia) |
Accepted |
1/30/2012 |
|
1/24/2012 |
C202521 |
Mecklenburg |
Blythe Construction, Inc. |
R. W. Baucom, PE |
Bridge on Left Lane I-485 over Tributary to Stony Creek |
1468+19.00 -L- |
casting drawings for three-span 72-inch MBT girders - 30 members |
Cranston Engineering Group, PC / Prestress of the Carolinas |
Baucom, Richard (Matthews Residency) |
Accepted as Noted |
2/3/2012 |
|
1/24/2012 |
C202829 |
Cumberland |
R. E. Goodson Connstruction Company, Inc. |
J. P Salisbury |
Superstructure of Bridge 380 on Ramp 1BD over Bragg Boulevard (NC24) |
41+33.963 -RP1BD- |
two revised drawings for distribution sets of fabrication drawings for 46.5-meter, single-span plate girders, six girder lines - Jan 19 revision |
Hirschfeld Industries - Bridge (for Nash-Colfax Plant) |
Ramirez, Michelle (Hirschfeld) |
Accepted |
2/1/2012 |
|
1/24/2012 |
C202521 |
Mecklenburg |
Blythe Construction, Inc. |
R. W. Baucom, PE |
Bridge on Right Lane I-485 over Tributary to Stony Creek |
1468+19.00 -L- |
casting drawings for three-span 72-inch MBT girders - 30 members |
Cranston Engineering Group, PC / Prestress of the Carolinas |
Baucom, Richard (Matthews Residency) |
Accepted as Noted |
2/3/2012 |
| 1/24/2012 |
1/24/2012 |
C202382 |
Davidson |
Balfour Beatty - Austin Bridge Joint Venture |
D. L. Swicegood, PE |
Reconstruction of I-85 - retaining wall adjacent to Cemetery |
1015.96.30 -L- |
soil nail retaining wall - 48-feet long |
Haward Baker (Alphretta, GA) |
Swicegood, Dale (Lexington Residency) |
Comments sents to Dean Hardister |
2/3/2012 |
|
1/24/2012 |
na |
Guilford |
Blythe Construction, Inc. |
D. L. Ferguson |
Replace Bridge No. 97 over Horse Pen Creek on Ballinger Road |
15+96.00 -L- |
standard two-line elliptical aluminum bridge rail for 87-foot single-span box beam bridge |
Structural Materials, Inc. (Lenoir) |
Ferguson, Darrell (Greensboro Residency) |
Accepted as Noted |
2/6/2012 |
|
1/25/2012 |
DO00143 |
Wake |
Carolina Bridge Company, Inc. |
C. D. Hinnant |
Bridge No. 571 EBL & WBL I-40 over South Saunders Street |
82+42.41 -L- |
substructure rehab. - bridge span jacking plans |
Alpha & Omega Group (Raleigh) |
Larson, Rob (Alpha & Omega) |
under review |
|
|
1/26/2012 |
C202829 |
Cumberland |
R. E. Goodson Connstruction Company, Inc. |
J. P Salisbury |
Bridge over Beaver Creek on Ramp 1A |
14+60.500 -RP1A- |
approval sets of fabrication drawings for 205-meter, five-span plate girder bridge - Units 1 & 2 |
Hirschfeld Industries - Bridge (for Nash Plant) |
Ramirez, Michelle (Hirschfeld) |
under review |
|
|
1/26/2012 |
C202438 |
Davidson |
Lee Construction Company of the Carolinas, Inc. |
D. L. Swicegood. PE |
Replace Bridge No. 158 over US 29 / 70 and I-85 Business on SR 1792 (Martin Luther King, Jr. Drive), in Thomasville |
21+88.20 -L- |
fabricated metal stay-in-place forms for 177-ft, two-span, Type III prestress girder bridge |
Metal Dek Group (Columbia, SC) |
Bishop, Ben (Lee) |
Accepted as Noted - See Letter |
2/14/2012 |
|
1/26/2012 |
C202829 |
Cumberland |
R. E. Goodson Connstruction Company, Inc. |
J. P Salisbury |
Bridge over Beaver Creek and All Americal Freeway on Collector 2 |
28+66.746 -COL2- |
approval sets of fabrication drawings for 185-meter, five-span plate girder bridge |
Hirschfeld Industries - Bridge (for Colfax Plant) |
Ramirez, Michelle (Hirschfeld) |
Returned for Corrections |
2/8/2012 |
| 2/1/2012 |
1/27/2012 |
C202599 |
Pasquotank & Camden |
Archer Western Contractors, LTD |
R. W. Midgett, Jr., PE |
Replace Bridge No. 19 over Pasquotank River on Eastbound US 158 - new bascule span |
15+25.75 -L1- (bascule span) |
bascule span structural steel fabrication drawings - Jan. 20 revision to General Notes drawing |
Prospect Steel Company (Little Rock, AR) |
Midgett, R. W. (Elizabeth City Residency) |
Accepted as Noted |
2/13/2012 |
|
1/27/2012 |
DO00143 |
Wake |
Carolina Bridge Company, Inc. |
C. D. Hinnant |
Bridge No. 571 EBL & WBL I-40 over South Saunders Street |
82+42.41 -L- |
substructure rehab. - scaffolding and traffic protection barrier for bent seat repair |
Alpha & Omega Group (Raleigh) |
Larson, Rob (Alpha & Omega) |
Accepted |
2/9/2012 |
|
1/30/2012 |
DO00135 |
Jackson |
Taylor & Murphy Construction Co., Inc. |
Mitchell Bishop, PE |
Bridge No. 82 over Tuckaseegee River on SR 1002 - Deck Replacement |
10+00.00 -L- |
fabricated metal stay-in-place forms for four-span deck replacement bridge - Jan 23 Revision |
SIP of Delaware (Gadsden, AL) |
Herrin, John (Taylor & Murphy) |
Accepted as Noted - See Letter |
2/8/2012 |
| 1/3/2012 |
1/30/2012 |
DG00085 |
Caswell |
Gulf Coast Contracting, LLC (Holiday, FL) |
B. L. Norris, Jr., PE |
Bridge Nos. 49, 50, 118 over US 29, in northwest county |
|
cleaning and painting of ends of weathering steel beams - containment plans |
J. L Arnold Engineering, Inc. (St. Petersburg, FL) |
interoffice mail |
under review |
|
|
1/31/2012 |
DO00144 |
Watauga |
R. E. Burns and Sons Co. |
D. W. Eller (Boone) |
Partial Replacment of Bridge No. 67 over Flannery Fork Creek on US 221 / US 321 |
54+86.50 -L- |
approval sets of fabrication drawings for 112-ft, three-span rolled beam partial bridge replacement |
Hirschfeld Industries - Bridge (for Abingdon-Colfax Plant) |
Ramirez, Michelle (Hirschfeld) |
Accepted |
2/8/2012 |
| 1/31/2012 |
1/31/2012 |
C202647 |
Onslow |
S. T. Wooten Corporation |
David A. Candela, PE |
Bridge on SR 1702 (White Street Extension) over US 17 in Jacksonville |
21+47.74 -L- |
fabricated metal stay-in-place forms for 222-ft two-span 63-inch MBT girder bridge |
SIP of Delaware (Gadsden, AL) |
Knoll, Joey (Wooten) |
under review |
|
|
2/1/2012 |
C201993 |
Wake |
Raleigh-Durham Roadbuilders |
G. C. Gibson, PE |
various locations on Western Wake Freeway |
|
100-ft high mount light poles - metalwork and foundation design |
Union Metal Corporation |
Hayes, Raymond (Mulkey) |
RFC-Needs PE seal |
2/13/2012 |
| 1/27/2012 |
2/1/2012 |
C202558 |
Onslow |
Balfour Beatty Infrastructure, Inc. |
D. A. Candela, PE |
Bridges on SBL & NBL Ramp Western Parkway over Country Club Road |
22+41.58 -SBL Ramp-; 22+34.67 -NBL Ramp- |
plate girder erection plan for dual single-span bridges |
Balfour Beatty Infrastructure Inc. |
Gregg, Preston (Jacksonville Residency) |
under review |
|
|
2/1/2012 |
C202523 |
Mecklenburg |
The Lane Construction Corporation |
D. C. Diggs, PE |
WBL I-485 over Ramp H |
82+81.21 -L- |
strand stressing calculations and detensioning sequence, embeds, shipping diagram for one-span 72-in. MBT girder bridge - 6 members |
Cranston Engineering Group, PC / Prestress of the Carolinas |
White, Marty (Albemarle Residency) |
under review |
|
|
2/1/2012 |
C202523 |
Mecklenburg |
The Lane Construction Corporation |
D. C. Diggs, PE |
EBL I-485 over Ramp H |
82+81.21 -L- |
strand stressing calculations and detensioning sequence, embeds, shipping diagram for one-span 72-in. MBT girder bridge - 6 members |
Cranston Engineering Group, PC / Prestress of the Carolinas |
White, Marty (Albemarle Residency) |
under review |
|
| 2/1/2012 |
2/1/2012 |
C202556 |
Macon |
C. W. Matthews Contracting Company, Inc |
Mitchell Bishop, PE |
Bridge No. 368 over Little Tennessee River on New Location, at Franklin |
33+30.00 -L- |
sandwich-gland type deck expansion joint assembly plus barrier rail cover plates for 530-ft, three-span bridge - two assemblies - Jan. 17 Revision |
Tim Schmitz Engineering |
Nadolski, Mike (C. W. Matthews) |
Accepted as Noted - See Letter |
2/10/2012 |
| 2/1/2012 |
2/2/2012 |
C202599 |
Pasquotank & Camden |
Archer Western Contractors, LTD |
R. W. Midgett, Jr., PE |
Replace Bridge No. 19 over Pasquotank River on Eastbound US 158 - new bascule span; Existing Bridge No. 27 over Pasquotank River on Westbound US 158 - existing bascule span |
15+25.75 -L1- (bascule span) |
bascule mechanical - machinery couplings, rod ends, sprockets, roller chain, gear reducers, oil seals |
Steward Machine Co., Inc. (Birmingham, AL) |
Midgett, R. W. (Elizabeth City Residency) |
under review |
|
| 2/1/2012 |
2/2/2012 |
C202107 |
Yancy |
Taylor & Murphy Const. and Young & McQueen Grading |
R. J. McKinney, PE |
Bridge No. 9 widening on US 19 over Cane River |
223+53.200 -L- |
proposal to place Grove RT 750 & Grove RT 528 truck cranes on bridge deck to set prestress giders in Stage 2 |
Taylor & Murphy Construction Co. |
McKinney, Randy (Weaverville Residency) |
under review |
|
| 2/1/2012 |
2/2/2012 |
C202599 |
Pasquotank & Camden |
Archer Western Contractors, LTD |
R. W. Midgett, Jr., PE |
Existing Bridge No. 27 over Pasquotank River on Westbound US 158 - existing bascule span |
15+25.75 -L1- (bascule span) |
bascule mechanical - motor and machinery brakes |
Mondel Engineering |
Midgett, R. W. (Elizabeth City Residency) |
under review |
|
|
2/2/2012 |
C202625 |
Northhampton |
Carolina Bridge Company, Inc. |
S. L. Emory, PE |
Replace Bridge No. 27 over Bridgers Creek on SR 1108, south of Rich Square |
|
proposal to place Link Belt 138 H on cored slab bridge to set cored slabs in adjacent spans |
Carolina Bridge Company |
Nickel, Dan (Carolina Bridge) |
under review |
|
| 2/1/2012 |
2/2/2012 |
C202599 |
Pasquotank & Camden |
Archer Western Contractors, LTD |
R. W. Midgett, Jr., PE |
Replace Bridge No. 19 over Pasquotank River on Eastbound US 158 - new bascule span |
15+25.75 -L1- (bascule span) |
bascule mechanical - trunnion hub and rack assembly |
Steward Machine Co., Inc. (Birmingham, AL) |
Midgett, R. W. (Elizabeth City Residency) |
under review |
|
| 2/2/2012 |
2/2/2012 |
C202599 |
Pasquotank & Camden |
Archer Western Contractors, LTD |
R. W. Midgett, Jr., PE |
Replace Bridge No. 19 over Pasquotank River on Eastbound US 158 - new bascule span |
15+25.75 -L1- (bascule span) |
bascule mechanical - trunnion bearing cap, base & pedestal assembly |
Steward Machine Co., Inc. (Birmingham, AL) |
Midgett, R. W. (Elizabeth City Residency) |
under review |
|
|
2/2/2012 |
C202621 |
Nash |
Barnhill Contracting Company |
W. S. Joyner, PE |
Rocky Mount: Bridge No. 179 on SR 1613 (North Winstead Avenue) over US 64 |
55+38.99 -L- |
revised General Notes fabrication drawing for widening of 233-ft four-span plate girders |
Hirschfeld Industries - Bridge (for Nash Plant) |
Ramirez, Michelle (Hirschfeld) |
Accepted |
2/7/2012 |
| 2/1/2012 |
2/2/2012 |
C202382 |
Davidson |
Balfour Beatty - Austin Bridge Joint Venture |
D. L. Swicegood, PE |
Replace Bridge No. 112 on I-85 with RCBC carrying South Potts Creek |
1036+32.00 -L- |
temporary sheet pile shoring with tieback anchors at five-barrel box culvert |
Florence & Hutcheson (Raleigh) |
Swicegood, Dale (via D. Hardister) |
under review |
|
|
2/2/2012 |
C201993 |
Wake |
Raleigh-Durham Roadbuilders |
G. C. Gibson, PE |
Bridge on CSX RR over WWF, adjacent to Old US 1 |
53+63.66 -RR- |
railroad bridge deck tubular handrail - revised |
GatorDock (Sanford, FL) |
Hayes, Raymond (Mulkey) |
under review |
|
|
2/3/2012 |
C202829 |
Cumberland |
R. E. Goodson Connstruction Company, Inc. |
J. P Salisbury |
Bridge 371 on Flyover over Beaver Creek, Fayetteville Outer Loop and All American Freeway |
28+72.626 -RP1BD- |
mass concrete analysis and temperature control plan for bent footings, columns and caps |
Triplett-King & Assoc., Inc. (Charlotte) |
Lucas, Steve (Fayetteville Residency) |
under review |
|
| 2/3/2012 |
2/3/2012 |
DO00143 |
Wake |
Carolina Bridge Company, Inc. |
C. D. Hinnant |
Bridge No. 571 EBL & WBL I-40 over South Saunders Street |
82+42.41 -L- |
bridge girder painting platform |
The David R. Schmidt Company, Inc. (Forest Hill, MD) |
Nickel, Richard (Carolina Bridge) |
under review |
|
|
2/3/2012 |
C202684 |
Cumberland |
Barnhill Contracting Company |
R. K. Wise, PE |
Bridge on -CDR- over NC 210 / NC 87 & CSX RR |
66+11.952 -CDR- |
distribution sets of fabrication drawings for 78.3-meter, two-span plate girders, six girder lines |
Augusta Iron & Steel Works, Inc. (Augusta, GA) |
Johnt, James W. (AISW) |
Accepted |
2/7/2012 |
|
2/3/2012 |
C202521 |
Mecklenburg |
Blythe Construction, Inc. |
R. W. Baucom, PE |
Bridge on Prosperity Ridge Road (-Y17B-) over I-485 (-L-) |
79+81.56 -Y17B- |
deck overhang falsework for 184-ft, two-span, Type IV PCG bridge - Jan 31 Revision |
Dave Wissell, PE (Huntersville) |
Baucom, Richard W. (Matthews Residency) |
under review |
|
|
2/3/2012 |
C202521 |
Mecklenburg |
Blythe Construction, Inc. |
R. W. Baucom, PE |
Bridge on Prosperity Church Road (-Y17A-) over I-485 (-L-) |
49+45.34 -Y17A- |
deck overhang falsework for 184-ft, two-span, Type IV PCG bridge - Jan 31 Resubmittal |
Dave Wissell, PE (Huntersville) |
Baucom, Richard W. (Matthews Residency) |
under review |
|
|
2/3/2012 |
C202521 |
Mecklenburg |
Blythe Construction, Inc. |
R. W. Baucom, PE |
Bridge on Loganville Road (-Y17-) over I-485 |
61+94.75 -Y17- |
deck overhang falsework for 184-ft, two-span, Type IV PCG girder bridge - Jan 31 Resubmittal |
Dave Wissell, PE (Huntersville) |
Baucom, R. W. (Matthews Residency) |
|
|
| 2/3/2012 |
2/3/2012 |
C202556 |
Macon |
C. W. Matthews Contracting Company, Inc |
Mitchell Bishop, PE |
Bridge No. 368 over Little Tennessee River on New Location, at Franklin |
33+30.00 -L- |
false decking for traffic protection beneath portions of 530-ft three-span plate girder bridge |
Structural Engineering Soluctions, LLC (Smyrna, GA) |
Nadolski, Mike (C. W. Matthews) |
Accepted |
2/8/2012 |
|
2/3/2012 |
C202829 |
Cumberland |
R. E. Goodson Connstruction Company, Inc. |
J. P Salisbury |
Bridge over Beaver Creek on Ramp 1A |
14+60.500 -RP1A- |
mass concrete analysis and temperature control plan for bent footings, columns and caps |
Triplett-King & Assoc., Inc. (Charlotte) |
Lucas, Steve (Fayetteville Residency) |
under review |
|
| 2/3/2012 |
2/3/2012 |
C202556 |
Macon |
C. W. Matthews Contracting Company, Inc |
Mitchell Bishop, PE |
Bridge No. 368 over Little Tennessee River on New Location, at Franklin |
33+30.00 -L- |
deck overhang falsework for 530-ft three-span plate girder bridge - revised submittal |
Structural Engineering Solutions, LLC (Smyrna, GA) |
Nadolski, Mike (C. W. Matthews) |
Accepted as Noted - See Letter |
2/8/2012 |
| 2/3/2012 |
2/3/2012 |
C202621 |
Nash |
Barnhill Contracting Company |
W. S. Joyner, PE |
Rocky Mount: Bridge No. 285 on SR 1613 (North Winstead Avenue) over Stoney Creek; Bridge No. 179 on SR 1613 (North Winstead Avenue) over US 64 |
27+87.83 -L-; 55+38.99 -L- |
materials approval request: Metazeal, Eva-Pox Bonder 1 |
Chase Construction Products |
Fay, Janet (Intercoastal) |
Reviewed |
2/13/2012 |
| 2/3/2012 |
2/6/2012 |
C202599 |
Pasquotank & Camden |
Archer Western Contractors, LTD |
R. W. Midgett, Jr., PE |
Replace Bridge No. 19 over Pasquotank River on Eastbound US 158 - new bascule span |
15+25.75 -L1- (bascule span) |
bascule mechanical - rack segment, rack support, rack assembly |
Steward Machine Co., Inc. (Birmingham, AL) |
Midgett, R. W. (Elizabeth City Residency) |
under review |
|
| 2/6/2012 |
2/6/2012 |
C202383 |
Rowan-Davidson |
Flatiron - Lane, A Joint Venture |
D. L. Waller, PE |
Bridge on I-85 SBL over Yadkin River and NSRR |
882+88.07 -LREV- |
77-inch MBT girder casting drawings - Spans Q thru T - 28 members |
Coastal Precast Systems (Chesapeake, VA) |
Price, Adrian (Flatiron-Lane) |
under review |
|
|
2/6/2012 |
C201993 |
Wake |
Raleigh-Durham Roadbuilders |
G. C. Gibson, PE |
Western Wake Freeway structure at tower wall |
89+75 -LA- |
RECo MSE retaining wall - Plan, Elevation, Sections + Panel Casting Drawings |
The Reinforced Earth Company (Vienna, VA) |
Hayes, Raymond (Mulkey) |
under review |
|
|
2/7/2012 |
C202323 |
Haywood |
R. E. Burns & Sons Company Inc. |
J. M. Bishop, PE |
Bridge No. 79 over West Fork Pigeon River on SR 1112 (Chambers Farm Lane) |
11+30.50 -L- |
approval sets of fabrication drawings for 157-ft, single-span plate girder bridge - 7 girder lines |
Augusta Iron & Steel Works, Inc. (Augusta, GA) |
Johnt, James W. (AISW) |
under review |
|
|
2/7/2012 |
DO00144 |
Watauga |
R. E. Burns and Sons Co. |
D. W. Eller (Boone) |
Partial Replacment of Bridge No. 67 over Flannery Fork Creek on US 221 / US 321 |
54+86.50 -L- |
approval sets of fabrication drawings for 112-ft, three-span rolled beam partial bridge replacement |
Hirschfeld Industries - Bridge (for Abingdon-Colfax Plant) |
Ramirez, Michelle (Hirschfeld) |
under review |
|
| 2/7/2012 |
2/7/2012 |
C202384 |
Brunswick |
Barnhill Contracting Company |
M. W. Currie, PE |
replace reinforced concrete box culvert with three 66-inch RCP carrying Tributary to Morgan Creek under US 17 |
101+47 -Y1- |
sheet pile shoring with double wale rings - 32' x 24' x 11.0' |
Sanford Contractors, Inc. (Sanford) |
Gattis, Randall (Sanford) |
under review |
|
| 2/7/2012 |
2/7/2012 |
C202554 |
Swain |
E. R. Snell Contractor, Inc. (Snellville, GA) |
W. T. Anderson |
Replace Bridge No. 3 over Nantahala River on US 19-74 |
16+39.20 -L- |
standard two-line elliptical aluminum bridge rail for 160-ft, three-span bridge - Jan. 5 Revision |
Structural Engineering Solutions, LLC/Highway Materials, Inc |
Clower, Tom (Snell) |
under review |
|
|
2/8/2012 |
C202829 |
Cumberland |
R. E. Goodson Connstruction Company, Inc. |
J. P Salisbury |
reinforced concrete box culvert carrying Big Branch Creek under Fayetteville Outer Loop |
22+70.320 -L- |
roof slab falsework for double RCBC w/ 20-inch roof thickness, using Spanall horizontal shoring trusses |
Harsco Infrastructure (Houston, TX) |
Lucas, Steve (Fayetteville Residency) |
under review |
|
| 2/8/2012 |
2/8/2012 |
C202586 |
Nash |
PLT Construction Company, Inc. |
W. S. Joyner, PE |
Replace Bridge No. 181 on Right Lane SR 1604 (Hunter Hill Road) over US 301; Bridge on Left Lane SR 1604 (Hunter Hill Road) over US 301 |
50+77.00 -L- |
pot bearings for dual 217-ft. two-span plate girder bridges - 8 assemblies |
The D. S. Brown Company (North Baltimore, OH) |
McKeel, Chris (PLT) |
under review |
|
|
2/8/2012 |
C202522 |
Cabarrus |
The Lane Construction Corporation |
D. C. Diggs, PE |
Poplar Tent Road over I-85 |
87+58.31 -Y6- |
laminated elastomeric bearing pads for bridge girders - 24 pads - Revised drawings |
Scougal Rubber Corp. (McCarran, NV) |
McManus, Andy (Residency) |
Accepted |
2/13/2012 |
|
2/8/2012 |
C202522 |
Cabarrus |
The Lane Construction Corporation |
D. C. Diggs, PE |
NC 73 (Davidson Highway) over I-85 |
52+58.76 -Y6- |
laminated elastomeric bearing pads for bridge girders - 48 pads - Revised drawings |
Scougal Rubber Corp. (McCarran, NV) |
McManus, Andy (Residency) |
Accepted |
2/13/2012 |
|
2/8/2012 |
C202522 |
Cabarrus |
The Lane Construction Corporation |
D. C. Diggs, PE |
I-85 over Coddle Creek |
379+98.50 -L- |
laminated elastomeric bearing pads for bridge girders - 120 pads - Revised drawings |
Scougal Rubber Corp. (McCarran, NV) |
McManus, Andy (Residency) |
Accepted |
2/13/2012 |
|
2/8/2012 |
C202522 |
Cabarrus |
The Lane Construction Corporation |
D. C. Diggs, PE |
I-85 over Rocky River |
203+66.50 -L- |
laminated elastomeric bearing pads for bridge girders - 138 pads - Revised drawings |
Scougal Rubber Corp. (McCarran, NV) |
McManus, Andy (Residency) |
Accepted |
2/13/2012 |
|
2/9/2012 |
C202601 |
Forsyth |
Blythe Development Company |
D. L Swicegood, PE |
Replace Bridge No. 368 over I-40 Business on SR 2643 (Salisbury Street) in Kernersville |
17+96.35 -L- |
intermediate K-frame diaphragm assemblies for 203-ft, two-span 63-inch MBT girder bridge - 8 assemblies |
Structural Steel Products Corporation (Clayton) |
Kirkman, Richard (Blythe Development) |
under review |
|
|
2/9/2012 |
C201993 |
Wake |
Raleigh-Durham Roadbuilders |
G. C. Gibson, PE |
Bridge on Old Holly Springs - Apex Road (SR 1153) over WWF |
19+52.55 -Y3- |
deck overhang falsework for 204-ft, MBT girder, two-span bridge - Feb 09 Revision |
LPA Group (Raleigh) |
Hayes, Raymond (Mulkey) |
under review |
|
|
2/9/2012 |
C202382 |
Davidson |
Balfour Beatty - Austin Bridge Joint Venture |
D. L. Swicegood, PE |
Reconstruction of I-85 - retaining wall adjacent to Cemetery |
1015.96.30 -L- |
soil nail retaining wall - 48-feet long - revised cast-in-place facing |
Florence & Hutcheson (Raleigh) |
Hardister, Dean (Geotech Engineering) |
received |
|
|
2/10/2012 |
DL00015 |
Iredell |
TCB Builders, LLC |
J. E. Parker, PE |
Replace Bridge No. 334 over Dutchmans Creek on SR 2136 (Mt. Bethel Road) |
10+52.50 -L- |
proposal to place Terex HC-80 crawler crane on cored slab bridge to set cored slabs in adjacent span |
TCB Builders, LLC |
Brown, Phil (TCB Builders) |
under review |
|
| 2/10/2012 |
2/10/2012 |
C202438 |
Davidson |
Lee Construction Company of the Carolinas, Inc. |
D. L. Swicegood. PE |
Replace Bridge No. 158 over US 29 / 70 and I-85 Business on SR 1792 (Martin Luther King, Jr. Drive), in Thomasville |
21+88.20 -L- |
shoring for bent footings in median - sheet piles with wales |
Triplett-King & Associates, Inc. (Charlotte) |
Swicegood, Dale (lexington Residency) |
under review |
|
|
2/10/2012 |
C201965 |
Lenoir |
PLT Construction Company, Inc. |
W. C. Kincannon, PE |
Left & Right Lane Bridges on Crescent Road over NC Railroad |
85+98.30 -L- |
plate girder erection procedure and shoring towers - February 2012 revised procedure and revised temporary bent |
Tometich Engineering, Inc (Urbandale, Iowa) |
Hollis, Joe (United) |
under review |
|
|
2/13/2012 |
C202601 |
Forsyth |
Blythe Development Company |
D. L Swicegood, PE |
Replace Bridge No. 368 over I-40 Business on SR 2643 (Salisbury Street) in Kernersville |
17+96.35 -L- |
sole plates and anchor rod assemblies for ten prestress girders |
Structural Materials Inc. (Lenoir) |
Stough, Mo (Blythe Development) |
under review |
|
|
2/13/2012 |
C202599 |
Pasquotank & Camden |
Archer Western Contractors, LTD |
R. W. Midgett, Jr., PE |
Replace Bridge No. 19 over Pasquotank River on Eastbound US 158 - new bascule span |
15+25.75 -L1- (bascule span) |
bascule mechanical - centering device & span opening indicator |
Steward Machine Co., Inc. (Birmingham, AL) |
Midgett, R. W. (Elizabeth City Residency) |
under review |
|
|
2/13/2012 |
C202599 |
Pasquotank & Camden |
Archer Western Contractors, LTD |
R. W. Midgett, Jr., PE |
Replace Bridge No. 19 over Pasquotank River on Eastbound US 158 - new bascule span |
15+25.75 -L1- (bascule span) |
bascule mechanical - Earle pillow block (outline drawing) |
Steward Machine Co., Inc. (Birmingham, AL) |
Midgett, R. W. (Elizabeth City Residency) |
under review |
|
|
2/13/2012 |
C202599 |
Pasquotank & Camden |
Archer Western Contractors, LTD |
R. W. Midgett, Jr., PE |
Replace Bridge No. 19 over Pasquotank River on Eastbound US 158 - new bascule span |
15+25.75 -L1- (bascule span) |
bascule electrical - panelboards, transformers, circuit breaker, surge arrestor, disconnect switch |
Dorey Electric Company (Norfolk, VA) |
Midgett, R. W. (Elizabeth City Residency) |
under review |
|
|
2/13/2012 |
C201965 |
Lenoir |
PLT Construction Company, Inc. |
W. C. Kincannon, PE |
Left Lane Bridge on Crescent Road over NC Railroad |
85+98.30 -L- |
support point locations for heat curving - sweep correction, Span C |
Structural Steel Products Corp. (Clayton) |
Stratton, Jon (SSPC) via Steve Walton |
under review |
|
| 2/13/2012 |
2/13/2012 |
C202472 |
Randolph |
Sharpe Brothers, A Div. of Vecellio & Grogan, Inc. |
J. B. Loflin, PE |
US-220 (Future I-73/74) from south of NC-134 and US-220 Bus. to north of SR 1462 (Park Drive Extension) in Asheboro; HM-7 & HM-8 |
|
high mount light tower spread footing design - 60-ft height |
Atlantic Technical Sales (Chantilly, VA) |
Williamson, Frankie (Asheboro Residency) |
under review |
|
|
2/13/2012 |
C202601 |
Forsyth |
Blythe Development Company |
D. L Swicegood, PE |
Replace Bridge No. 368 over I-40 Business on SR 2643 (Salisbury Street) in Kernersville |
17+96.35 -L- |
materials approval request: Ply-Krete 2615 elastomeric concrete, Ply-Primer concrete primer, Ply-Seal, Ply-Bonder seal adhesive |
Polyset Company (Mechanicville, NY) |
Stough, Mo (Blythe Development) |
under review |
|
| 2/14/2012 |
2/14/2012 |
C202621 |
Nash |
Barnhill Contracting Company |
W. S. Joyner, PE |
Rocky Mount: Bridge No. 285 on SR 1613 (North Winstead Avenue) over Stoney Creek; Bridge No. 179 on SR 1613 (North Winstead Avenue) over US 64 |
27+87.83 -L-; 55+38.99 -L- |
overhang falsework for 161-ft, three-span Type III prestress concrete girder widening - bays adjacent to existing deck |
Intercoastal Contracting, Inc. (Castle Hayne) |
Lonander, Hans (Intercoastal) |
under review |
|